壅水 的英文怎麼說

中文拼音 [yōngshuǐ]
壅水 英文
damming壅水湖 dammed lake
  • 壅 : 動詞1 （堵塞） stop up; obstruct2 （把土或肥料培在植物根上） heap soil or fertilizer over and aro...
  • 水 : 名詞1 （由兩個氫原子和一個氧原子結合而成的液體） water 2 （河流） river 3 （指江、河、湖、海、洋...
  1. The waterway is blocked up.

    水道壅塞。
  2. The value of correction coefficient of kinetic energy increases as a result. the water surface profiles of flume experiments are computed by three different methods : adjusting the local head loss coefficient, deduction of backwater area, and application of backwater expression

    隨后結合實測水位資料，通過採用調整局部水頭損失系數、扣除回水面積以及壅水公式等不同的水面曲線計算方法對實驗水槽一維水面曲線進行計算。
  3. Though the water levels cross one section are almost equal, the velocities differ greatly. at the some cross - section, the velocity in the in the quirk may be double as that on the floodplain. the water surface will rise hi the southern branch because of the improper diffluence ratio, if using the designed diffluence col

    淮河入海水道河口段水位值橫向分佈相差無幾，而流速的橫向變化較大，泓灘平均流速差最大可達一倍以上，在現有的分流口設計條件下，若按設計的南北汊分流比，南分流口有壅水現象發生，如果南汊分流增大到800m ~ 3 / s左右時，則水流較為通暢。
  4. Its backwater, due to bridge constrictions, is different from that of alluvial channels

    建橋后，由於橋位斷面壓縮而導致的壅水與一般沖積河流不同。
  5. In this paper, we study the most serious damming section of the east - one main canal, which is from the entrance of the hao wan flume ( chainage12 + 123. 6 ) to the exit of shang tian yuan tunnel ( chainage24 + 091. 1 ). the main content is analyzing the flow characteristic of the canal, setting up mathematical model of the discharge condition of the east - one main canal, according to the survey section and actual roughness factors, building, bend and so on, we divided the canal into more than loocaculation segments. each segment is calculated by microsoft excel electrical table through computer as permanent transition flow of non - prismatic channel

    本論文研究的渠段為陸渾灌區東一乾渠壅水最為嚴重的渠段，從郝灣渡槽進口（樁號12 + 123 . 6 ）至上天院隧洞出口（樁號24 + 091 . 1 ） ，其主要內容是，分析渠道水流特徵，建立東一乾渠輸水狀況的數學模型，根據測量斷面及實際糙率、建築物、彎道等因素的不同，將渠道劃分成120多個計算段，每段按非稜柱體恆定漸變流，運用microsoftexcel電子表格進行編程計算。
  6. The main measures are : damming improving flow condition riverbed excavation etc. riverbed excavation is always used in reducing velocity of a channel with bad flow condition. in singularity channel, velocity can be reduced with the increase of crossing area by excavating riverbeds

    整治採取的主要措施有：築壩壅水、改善流態、開挖河槽等等，對于流態惡劣的急流灘，常採用開挖河槽擴大過水斷面面積的方法來降低航道流速。
  7. Comparison of water level between measured and computation shows that the local head loss coefficient cannot give head loss by spur dike completely, and the effective area of passage is difficult to be ascertain. for this reason the two methods for water surface profile computation cannot predict the raise of water level upstream the spur dike accurately

    計算結果表明，局部水頭損失系數並不能完全反映出由於丁壩阻擋所帶來的水頭損失，而丁壩附近的有效過水面積難以準確地確定，這些導致前兩種方法均不能很好地計算出丁壩上游水位的壅高值。
  8. The damming caused by a bridge pier is one of the aspects considered intentionly while building a bridge on a river which flood control standard is low and flood control cost is high so the study of damming is of important value

    橋墩壅水是在防洪標準低、防洪費用高的平原河道上修建橋梁時必須重點考慮的問題之一，其研究具有重要價值。
  9. Article 26 for those bridges, approaches, wharves and other engineering structures across a river which seriously intercept or block water, the water conservancy administrative department concerned may, according to the flood control standards, report to the people ' s government at or above the county level that will, within the scope of powers provided by the state council, order the construction unit to rebuild or dismantle them within a time limit

    第二十六條對壅水、阻水嚴重的橋梁、引道、碼頭和其他跨河工程設施，根據防洪標準，有關水行政主管部門可以報請縣級以上人民政府按照國務院規定的權限責令建設單位限期改建或者拆除。
  10. The experimental results in a physical model are adopted to verify the simulated damming heights

    採用模型試驗資料驗證了壅水高度計算結果。
  11. The experiment data shows that the region with large surface gradients in longitudinal and horizontal direction locates at the vicinity of spur dike. backwater appear upstream the spur dike, and there exist a recirculation area at the same side downstream the spur dike

    實測水位資料表明水流縱橫向比降大的區域位於丁壩上下游附近，在丁壩的上游出現壅水，下游存在有收縮區和恢復區，離丁壩越遠縱橫向水位的變幅越小。
  12. During the emergency flood reason, the state flood control headquarters or its authorized flood control headquarters in provinces, autonomous regions and municipalities directly under the central government shall have the right to take emergency measures against bridges, approaches, wharves and other engineering structures across a river which seriously intercept or block water

    在緊急防汛期，國家防汛指揮機構或者其授權的流域、省、自治區、直轄市防汛指揮機構有權對壅水、阻水嚴重的橋梁、引道、碼頭和其他跨河工程設施作出緊急處置。
  13. That the predicted values of damming height agree well with the exprimental results proves the validity of the numerical model

    壅水高度的計算結果與模型試驗資料吻合較好，證明了數值模型是可靠的。
  14. Verification results show that the corrected velocity and backwater height agree well with the measured values in the sketch results model test

    經驗證，斜交橋修正計算流速和壅水值與概化模型試驗的實測值較為吻合。
  15. The block water characteristics and backwater height of skew bridges are experimentally studied with the sketch model of the hegong bridge of a speedway

    摘要應用合共公路橋的概化模型試驗研究了斜交橋的阻水特性、壅水高度。
  16. By comparing and analyzing the measured water level, three - dimensional velocity distribution and turbulent character around the bridge location, the calculation method for the backwater of skew bridges is improved and the reduction factor of block water width is presented

    通過對橋位附近的實測水位與水流三維流速分佈及紊動特性的比較分析，改進了計算斜交橋壅水的方法，並給出阻水寬度折算系數。
  17. We analyze the main cause of the backwater of the canal, and put up rectifying and reforming measures, so as to raise the discharge benefit

    然後分析渠道壅水的主要原因，並提出整改措施，以提高灌區的輸水效益為目標。
  18. Through analyzing the condition of the canal, we build corresponding mathematical model and make hydraulic numerical simulation and researches based on hydraulic anti - analysis principle. we verify the causes of serious backwater of the canal, and put forward the rectifying and reforming measures according to the reality of the irrigated area

    通過對渠道現狀的具體分析，利用水力學問題的反分析原理，建立相應的數學模型，進行水力數值模擬和分析研究，力求探明渠道嚴重壅水的原因，並根據灌區實際情況提出了整改措施。
  19. In this thesis a numerical model to solve the planear 2 - d depth - integrated flow ( dif ) has been established with irregular body - fitted mesh finite volume method and explicit maccormack predictor - corrector method and applied to the study of damming caused by a bridge pier under 14 working conditions varied with the combination of different pier shape. flow rate and contraction ratio

    本論文採用非規則貼體網格有限體積法和顯式maccormack預測-校正法求解平面二維水深積分方程，對明渠水流運動的數值模擬方法進行了研究，並且應用該數值模型計算了14種不同的橋墩體型、來流、收縮比的組合工況下的橋墩壅水問題。
  20. Back water curve

    壅水曲線
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